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c <br />c <br />d <br />6 -41" <br />a <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />55'-10" <br />6-0" <br />6'-0" <br />■ ■ ■ <br />■ <br />■ <br />■ ■ ■ <br />■ <br />■ ■ <br />.......... <br />_........_........................ <br />o0 <br />I <br />----------� <br />--- <br />=: ° -- <br />° --------�: - <br />----- <br />BUILDER TO <br />�-- <br />------71 <br />r <br />4'-0" <br />.. 12'-1" W.H. <br />PROVIDE <br />APPLIANCE <br />2 #5 REBAR <br />0 <br />0'-0- <br />1 : ; I ; : <br />PROTECTION <br />WHEN RE—, <br />D <br />VERTICALS w/ in <br />■ I <br />I <br />FILLED CELL <br />:: : <br />PER FBC <br />351-4" <br />1 20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />I SLAB FOR HERNANDO `r' r I: K N <br />J <br />-v <br />COUNTY ONLY `� T <br />S3 I : <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />I SLAB OVER 6 MIL VISQUEEN 2'-74" 4'-O2" <br />VAPOR BARRIER <br />_• :: I... :: I:■ ' — <br />:GJ CJ <br />1I <br />0io <br />IT <br />� <br />1'-103-6"M <br />. 15-3" ,10 <br />c) <br />00 <br />I <br />•'I i .•••••••••.Acd •••••••••••••••• — <br />I 1 : PT. OPT. D I : -3 1/2" <br />4.- <br />I <br />G : <br />SLOPE <br />b <br />o'' <br />2'-6"x2'-6"X1'-0" FTG <br />I W/ (3) #5 E.W. S3 <br />�� I • 3'-5" <br />7'-1" <br />(2) #5 REBAR <br />F, <br />2'-6" x 2'-6" x 1'-0" <br />I iv AHU I <br />VERTICALS w/ inA4'-4 <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY A <br />U.N.O. S3 <br />I <br />K CC <br />I S3 <br />ici <br />FILLED CELL <br />I <br />CJ <br />I- ( <br />- - I- — — — <br />.:.:.''.'.'.'.'.'.'.'.' '.'. '.'.'.'.'.'.' '.'..'.'.'.'.'.'.'.' <br />o <br />... <br />25'-1028" i i 9'-5, g"■ <br />■r <br />00" <br />" ¢- ¢I <br />2'-6 x2 6 X1 0 FTG <br />W/ (3) #5 E.W. <br />INDICATES FILLED CELL w/ 3000 PSI I <br />BEAM PROVIDE /2 x 9RECESS FOR FRT. " 'n <br />CONC. GROUT FROM FT. TOOOR <br />I -4" I <br />SLOPE <br />L <br />S3 <br />io <br />o <br />LO <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />�!� HVAC CHASE <br />4'-0" <br />4' 4" 4'-6" <br />I TYP @ ALL PLACES SHOWN TOP OF CONC./ PAVER T BE4" <br />' BASED ON 0'-0" <br />HOOKED FTG. DOWELS 5" E BED BELOW FIN. FLR. <br />■ <br />I : In <br />IN IN ■ <br />W/ 25" EXT. ABOVE SLAB "GF ADE 40 I % LOCATION "::::::::::::::::::::::::::::::::. ' ' ' <br />STEEL" ��� <br />.::::::.... <br />L� <br />.... ........... <br />--------- <br />4'-0" <br />i 16'-10" <br />o <br />;12¢:10" <br />o <br />9 <br />STEPS AS <br />i i <br />I I <br />PROVIDE 1 %" RECESS <br />r <br />�r <br />REQUIRED <br />PER FIELD <br />CONDITIONS <br />I FOR SGD. REFER TO I �� KITCHEN ISLAND <br />MASON'S SLOPE FOR OPT. • ' " """"""" ' "' ' <br />; ���� LOW WALLS <br />WIDTH - - - - - - - - •. <br />10-104' <br />" ' ' ' <br />.. <br />�.. CJ:; <br />�.____ � REF. .. CJ <br />■ / % CJ CJ <br />CJ 4I •■ <br />— — <br />I -----_---- -- s--= -=__ :: <br />—I F - I CHASE TO ISLAND <br />I <br />TYP 1 <br />S3 <br />ii <br />/ .. ..... <br />I I D.W. oa <br />f I <br />STORY U.N.O. <br />- <br />CV <br />o <br />r <br />op <br />o <br />I <br />.i- , I I I <br />L� �- <br />I} f - <br />III 60 <br />A <br />S3 `r' <br />T <br />11' <br />n <br />I I � _ - - I <br />z i / SINK / DISP <br />f I <br />3 1/2" <br />}f <br />16'-0" 2'-94" 6'-10" <br />C1 <br />/ <br />'• I <br />I I :: 1 <br />III <br />o <br />I <br />r <br />O <br />st <br />i.. ................:........ ............ ................ .�_ <br />............. ... ......� .............■IN <br />■ �. Nj......•....... �.................:_ «j... <br />H,B <br />5'-4" , 1'-9$" T-22" <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />5'-0" 5'-0" 5'-10" <br />T-10" L 6'-0" L 6'-0" L T-10" L 2'-1064' L 5'-11R" 5'-4" <br />FOUNDATION PLAN <br />SCALE: %4"=1'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />LU <br />`) L <br />CONTROL JOINT DETAIL <br />SCALE:1 1/2"=1'-0" <br />.; <br />. •" <br />:;: <br />#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />-_ <br />BAR ONE FOR EA. <br />• <br />- <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />:. ;':: , ;': „': <br />;;:: • ; <br />"Alternate: <br />The reinf. bars shall be <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1 /2"= V-0" <br />(D u' <br />Z M <br />0 <br />— o <br />z� <br />z <br />Q <br />J <br />Z <br />V) <br />W U <br />w <br />• <br />U — <br />m <br />O LU <br />F <br />E <br />V) <br />0 <br />M <br />o <br />o <br />LUC <br />E <br />— <br />ca co <br />N '6 M <br />O oQ <br />= N <br />Ua) <br />= LL 00 <br />� o <br />��o <br />0 <br />Q <br />N C B*D,C <br />T <br />x <br />® <br />s: <br />� z <br />�A n <br />LU. ��F,.i <br />W <br />r <br />✓ �f��ts ((PP 011 <br />i <br />t <br />fPe : <br />❑ ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />ON <br />Z <br />O N ^ <br />,O <br />►/-I M O <br />< (0 Lr) <br />Q U- <br />C' <br />F- , M <br />= U Q '-I <br />Q � <br />� <br />z <br />WJo� <br />9.O <br />oz <br />ce <br />w� <br />z Qa <br />�Q <br />Z <br />W <br />V G o m <br />�ZUo <br />< <br />J <br />zUjwK <br />U Z Q <br />��JoWZ <br />Yo�eN <br />w <br />O <br />�Wo <br />oZ <br />i <br />zo <br />Z <br />j.2 <br />a <br />0 <br />Oo <br />O <br />� <br />LJ._ <br />o <br />J <br />_.. <br />[o <br />O <br />Z <br />w <br />2 <br />oLL <br />o <br />Um <br />oaoa <br />yl <br />CV <br />Z W 2 J <br />...I <br />ZIcy- <br />Q <br />Q <br />O E <br />z <br />z <br />� <br />a0zo <br />LU <br />J <br />L0 <br />T-A <br />w <br />4 w 0H <br />¢LLz <br />O <br />O <br />c� <br />z <br />ose <br />�i- <br />T-i <br />Q <br />z <br />Z <br />QI <br />aV) <br />Q <br />J p <br />aZ <br />O <br />J <br />= <br />LU <br />r, <br />.-1 <br />CL <br />LO <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION No' 10 <br />0 <br />SHEET NO. <br />6.0 <br />